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Structural Deflection Measurement with a Range Camera

机译:测距相机的结构变形测量

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摘要

Range cameras offer great potential for the measurement of structural deformations because of their ability to directly measure video sequences of three-dimensional coordinates of entire surfaces, their compactness, and their relatively low cost compared with other active imaging technologies such as terrestrial laser scanners. Identified limitations of range cameras for high-precision metrology applications such as deformation measurement include the high (centimeter level) noise level and scene-dependent errors. This paper proposes models and methodologies to overcome these limitations and reports on the use of a SwissRanger SR4000 range camera for the measurement of deflections in concrete beams subjected to flexural load-testing. Results from three separate tests show that submillimeter precision and accuracy-assessed by comparison with estimates derived from terrestrial laser scanner data-can be achieved. The high-accuracy range camera results were realized by eliminating the systematic, scene-dependent bias of internal scattering through measurement differencing and by reducing the influence of random errors with temporal and spatial filtering strategies. Additional experiments to validate some of the fundamental modeling assumptions and to explain the possible causes of residual, submillimeter biases in the deflection estimates are also reported.
机译:与其他有源成像技术(如地面激光扫描仪)相比,测距相机具有直接测量整个表面的三维坐标视频序列的能力,紧凑性以及相对较低的成本,因此具有测量结构变形的巨大潜力。对于诸如变形测量之类的高精度计量应用,测距相机的局限性包括高(厘米级)噪声级和与场景有关的误差。本文提出了克服这些限制的模型和方法,并报告了使用SwissRanger SR4000测距相机测量经受弯曲载荷测试的混凝土梁的挠度的情况。来自三个单独测试的结果表明,通过与地面激光扫描仪数据得出的估计值进行比较,可以评估亚毫米级的精度和准确性。高精度测距相机的结果是通过消除测量差异带来的系统的,取决于场景的内部散射偏差以及通过使用时空滤波策略减少随机误差的影响而实现的。还报告了其他实验,以验证一些基本的建模假设并解释挠度估计中残留的亚毫米级偏差的可能原因。

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